| |
|
| size: |
|
size: |
|
| 156k |
Backfill Movement/Soil Cracks |
156k |
Railing Design - Direct Mount-50 plf |
| 136k |
Backfill Specifications |
164k |
Railing Design - Offset Mount |
| 124k |
Bearing Capacity |
124k |
Reinforced Walls |
| 1.1m |
Clay Soils - Atterberg Limits |
120k |
Seismic Design |
| 116k |
Compaction of Soils |
124k |
Settlement - Cracking/Gapping |
| 160k |
Connection Strength |
180k |
Single Wall - Slope Stability Ratios |
| 112k |
Connection Strength Philosophy |
132k |
Soil Strength |
| 184k |
Corners/Bends - Cracking/Gapping |
188k |
Soil Density - Standard vs. Modified Proctor |
| 176k |
Coulomb/Rankine Earth Pressure |
112k |
Tall Walls - Alignment/Shimming |
| 136k |
Durability Freeze-Thaw |
140k |
Tiered Wall - Internal Analysis |
| 136k |
Equivalent Fluid Pres. |
168k |
Tiered Wall - Slope Stability Ratios |
| 124k |
Global Stability |
132k |
Typical Traffic Barrier |
| 112k |
Gravity Walls |
132k |
Unit Drainage Fill |
| 196k |
Guardrail Detail |
244k |
Unit Drainage Fill Options |
| 108k |
Hinge Height |
112k |
Wall Embedment |
| 120k |
Quality Assurance Provisions |
152k |
Water - Rapid Drawdown Analysis |
| 164k |
Railing & Barrier Requirements |
136k |
Water - Mannings Number |
| 152k |
Railing Design - Direct Mount-20 plf |
|
|
